Structural health monitoring with advanced nondestructive methods based on wavelet analysis
Апстракт
Steel structures, especially if they are exposed to the demanding loading or
environmental conditions, need to be monitored concerning the actual in-service properties.
For reliable monitoring it is important to know the initial properties in order to diagnose
possible degradation with time. The target result of the presented research is to develop and
apply the procedure for the degradation identification. The obtained results would serve as
input for the model analysis that enables estimation of the structure condition and to support
decision on the maintenance activities.
In the experimental part of the presented research the model of the steel bridge was made to
analyze the anomalous structural behavior and to optimize the selection of the appropriate
monitoring methods. Various static and dynamic loads have been utilized on the model, with
intentionally inserted steel structure failures (e.g. cracked bar, loosened screw joint). The
structural responses are very well sui...ted for the wavelet transforms and related wavelet
analysis. This paper presents the procedure to correlate results of the wavelet analysis with
the inflicted failures within the structure.
Кључне речи:
Structural health monitoring / structural damage / wavelet analysisИзвор:
Proceedings of the First International Conference on Damage Mechanics, ICDM 1, Belgrade, June 25-27, 2012, 2012, 89-92Издавач:
- Serbian Chamber of Engineers, Belgrade
- Faculty of Civil Engineering, Belgrade
Финансирање / пројекти:
- EUREKA program- E!4930
- Одрживост и унапређење машинских система у енергетици и транспорту применом форензичког инжењерства, еко и робуст дизајна (RS-35006)
Колекције
Институција/група
Mašinski fakultetTY - CONF AU - Cvelbar, Robert AU - Suban, Marjan AU - Bundara, Borut AU - Lazarević, Mihailo AU - Vasić, Vasilije PY - 2012 UR - https://machinery.mas.bg.ac.rs/handle/123456789/4665 AB - Steel structures, especially if they are exposed to the demanding loading or environmental conditions, need to be monitored concerning the actual in-service properties. For reliable monitoring it is important to know the initial properties in order to diagnose possible degradation with time. The target result of the presented research is to develop and apply the procedure for the degradation identification. The obtained results would serve as input for the model analysis that enables estimation of the structure condition and to support decision on the maintenance activities. In the experimental part of the presented research the model of the steel bridge was made to analyze the anomalous structural behavior and to optimize the selection of the appropriate monitoring methods. Various static and dynamic loads have been utilized on the model, with intentionally inserted steel structure failures (e.g. cracked bar, loosened screw joint). The structural responses are very well suited for the wavelet transforms and related wavelet analysis. This paper presents the procedure to correlate results of the wavelet analysis with the inflicted failures within the structure. PB - Serbian Chamber of Engineers, Belgrade PB - Faculty of Civil Engineering, Belgrade C3 - Proceedings of the First International Conference on Damage Mechanics, ICDM 1, Belgrade, June 25-27, 2012 T1 - Structural health monitoring with advanced nondestructive methods based on wavelet analysis EP - 92 SP - 89 UR - https://hdl.handle.net/21.15107/rcub_machinery_4665 ER -
@conference{ author = "Cvelbar, Robert and Suban, Marjan and Bundara, Borut and Lazarević, Mihailo and Vasić, Vasilije", year = "2012", abstract = "Steel structures, especially if they are exposed to the demanding loading or environmental conditions, need to be monitored concerning the actual in-service properties. For reliable monitoring it is important to know the initial properties in order to diagnose possible degradation with time. The target result of the presented research is to develop and apply the procedure for the degradation identification. The obtained results would serve as input for the model analysis that enables estimation of the structure condition and to support decision on the maintenance activities. In the experimental part of the presented research the model of the steel bridge was made to analyze the anomalous structural behavior and to optimize the selection of the appropriate monitoring methods. Various static and dynamic loads have been utilized on the model, with intentionally inserted steel structure failures (e.g. cracked bar, loosened screw joint). The structural responses are very well suited for the wavelet transforms and related wavelet analysis. This paper presents the procedure to correlate results of the wavelet analysis with the inflicted failures within the structure.", publisher = "Serbian Chamber of Engineers, Belgrade, Faculty of Civil Engineering, Belgrade", journal = "Proceedings of the First International Conference on Damage Mechanics, ICDM 1, Belgrade, June 25-27, 2012", title = "Structural health monitoring with advanced nondestructive methods based on wavelet analysis", pages = "92-89", url = "https://hdl.handle.net/21.15107/rcub_machinery_4665" }
Cvelbar, R., Suban, M., Bundara, B., Lazarević, M.,& Vasić, V.. (2012). Structural health monitoring with advanced nondestructive methods based on wavelet analysis. in Proceedings of the First International Conference on Damage Mechanics, ICDM 1, Belgrade, June 25-27, 2012 Serbian Chamber of Engineers, Belgrade., 89-92. https://hdl.handle.net/21.15107/rcub_machinery_4665
Cvelbar R, Suban M, Bundara B, Lazarević M, Vasić V. Structural health monitoring with advanced nondestructive methods based on wavelet analysis. in Proceedings of the First International Conference on Damage Mechanics, ICDM 1, Belgrade, June 25-27, 2012. 2012;:89-92. https://hdl.handle.net/21.15107/rcub_machinery_4665 .
Cvelbar, Robert, Suban, Marjan, Bundara, Borut, Lazarević, Mihailo, Vasić, Vasilije, "Structural health monitoring with advanced nondestructive methods based on wavelet analysis" in Proceedings of the First International Conference on Damage Mechanics, ICDM 1, Belgrade, June 25-27, 2012 (2012):89-92, https://hdl.handle.net/21.15107/rcub_machinery_4665 .